1985 Australasian Conference on Coastal and Ocean Engineering: Christchurch, New Zealand, 2-6 December 1985 : Preprints of Papers, Volume 1Institution of Engineers, Australia, 1985 - Coastal engineering |
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Page 95
... diameters of less than 120 mm are not recommended because of the possibility of blockage . Larger diameter ports can lead to an imbalance in the discharge along the length of the diffuser . This would affect its efficiency and allow ...
... diameters of less than 120 mm are not recommended because of the possibility of blockage . Larger diameter ports can lead to an imbalance in the discharge along the length of the diffuser . This would affect its efficiency and allow ...
Page 602
... Diameter - There are practical upper and lower limits on port diameter . They should be smaller than 200 mm to avoid disturbing the flow in the region of the port . Also there needs to be a sufficient number of ports to distribute the ...
... Diameter - There are practical upper and lower limits on port diameter . They should be smaller than 200 mm to avoid disturbing the flow in the region of the port . Also there needs to be a sufficient number of ports to distribute the ...
Page 607
... diameter pipe diffuser laid on the seabed as described in Caldwell Connell Engineers ( 1976 ) . Cluster of smaller diameter risers with pipe diffuser . The diffuser in this option is identical to that in option 1A : only the number of ...
... diameter pipe diffuser laid on the seabed as described in Caldwell Connell Engineers ( 1976 ) . Cluster of smaller diameter risers with pipe diffuser . The diffuser in this option is identical to that in option 1A : only the number of ...
Contents
Future Trends in Engineering Analysis | 1 |
Directional Wave Effects on Coastal and Offshore | 2 |
Ocean Discharge of Sewage is a Treatment Option | 29 |
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1985 Australasian Conference on Coastal and Ocean Engineering ..., Volume 1 No preview available - 1985 |
Common terms and phrases
accretion assessment Australia Bay of Plenty beach profile berm Bream Bay buoyant Catchment channel coast coastal management coastline concentration construction cross section density depth diameter diffuser dilution discharge dispersion dredging dune effects effluent Engineering entrance environment Environmental equation erosion estuary Eyre Peninsula faecal Figure flood flow foredune foreshore groyne harbour hazard Healy Hokitika hydraulic indicated inlet intrusion investigation Kaituna River littoral drift located longshore longshore drift longshore transport Maketu marine material maximum measured metres movement nearshore North occur ocean outfall offshore onshore Ormoc Bay Pauanui period pipe pipeline port problems protection pump Report risers river mouth samples sand seabed seagrass seaward sediment transport sewage shellfish shore shoreline soil spit stability storm wave surface survey Taranaki tidal prism tide Timaru trench tunnel Urenui velocity vertical viruses Wanganui wave height wind Zealand zone